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Boulder County, CO 03995276 <br />a<• <br />10 of 15 <br />7-0" <br />A- a •,• ' <br />• • a <br />. •A • "• <br />'• .. A. <br />• !▪ .h. 'lib- as aF + i <br />D D + <br />• i. <br />ASPHALTIC <br />EXPANSION JOINT <br />CONCRETE CURB <br />a <br />6" DIA. BOLLARD <br />W/COVER (TYP.) <br />• 4. <br />.■ • ., . M . <br />4. , . 4 <br />a. <br />• <br />• . a <br />+. .1• ' . I . <br />• <br />. i d i a i + A- . s <br />ASPHALTIC <br />EXPANSION <br />JOINT <br />CONCRETE <br />CURB <br />a <br />ICE BOX UNIT <br />:a , • 4 <br />., a*. <br />�r <br />.► • . <br />• <br />N'` .N <br />i •• <br />•• <br />I. •• A •,. <br />• d . e <br />A • • <br />a <br />A <br />TOP VIEW <br />V-C" <br />a. . <br />4 <br />• ' <br />• <br />e A d <br />•e <br />.4 <br />A' <br />a . <br />D.4 <br />• A <br />A 4 <br />TOPVIF <br />4- <br />• . 4 <br />4 <br />5 <br />A <br />a. <br />A' • <br />A - A <br />A. <br />• <br />A <br />0 <br />I <br />O <br />A <br />6" DIA. BOLLARD <br />W/COVER (TIP.) <br />ASPHALTIC <br />MANSION JOINT <br />CONCRETE CURB <br />/4 SMOOTH DOWEL 0 24" O.C. 12" <br />LONG. SHORTEN OR EUMIVATE <br />DOVEL F OO FUC11NG YI41H <br />BOLLARD(S). <br />NOTE: SLOPE PAD FOR PO5111VE DRA IAGE (0:5% MN.) <br />PROPANE MOUNTING SLAB <br />DETAIL <br />ELECTRICAL JUNCIICN <br />BOX <br />4" 1H. CONCRETE SLAB <br />ASPHALTIC EXPANSION <br />JOINT <br />CCNICREIE CURB —\ <br />4' <br />121 <br />s" <br />PROPANE CAGE <br />Its <br />ffi <br />•.. <br />• <br />I i lI< <�I 1I 11�1 f I�.�.•.d� I ; , <br />71 I 1-11[741'111.6 <br />- 12 <br />CONCRETE SLAB <br />ELEVATION <br />.. .r- <br />` I I 1=1 I I 11= 11=11=I I !_ <br />- 1 I= I I I —II 111=111=111=11 <br />II I l 1 T( H 1 I —I 1 I —I 11-111-111-111-11 I— <br />j4 SMOOTH DOWEL <br />0 24" O.C. 12' LONG. <br />NOTE: <br />1. SLOPE PM) FOR POSITIVE DRAINAGE (0.5% ITV.) <br />Z SEE SITE PLAN FOR NUMBER OF ICE UNITS. <br />ICE BOX MOUNTING SLAB DETAIL <br />M.T.S. <br />'121P1 <br />—5x6-WZ.9 x W2.9 W.W.M. <br />ELEVATION <br />ICE BOX UNIT <br />REINFORCEMENT SCHEDULE, WALLS <br />SECTION WIDTH Pr) HOR. VERT. <br />1 s 0 9' 'a <br />"A" BETWEEN 4' J: 7 s 0 9' 's <br />GREATER THAN 7` Is 0 4 a !lif- <br />e <br />4 s 0 6" 'a 010- <br />"B, <br />BETWEEN 4' &7 a 0 6' s O 10- <br />TABLE OF 'T'AN 8 "N` DIMENSLONS <br />SEC1TDN WIDTHTH ("Wi "1' •N" 'D• <br />,A" BETWEEN 4' dt 776" +PIPE Titii�OCSS Err <br />GREATER TH' r + PIPE THICKNESS r rB" + PEPE 1HIi SS r N. BETWEEN 4' & 7` 6' + PPE REMISS TO" 8' <br />REINFORCEMENT SCHEDULE, TOP <br />DIMENSIONS STEEL SPECIAL PATTERN <br />= 7' OR LESS 44's O 8' EN. DIAM & 0 COVER <br />VI2 = 7 OR LESS 's 0 EF !EWwWW.:. <br />D1Asl o i 0 COiIER <br />W1 = 7 OR LESS 4's 0 8" DIAGONAL 0 COVER <br />Wx=7'DRGREATER14'S 0 6" dAGONAL O COVERVN = 7' OR GREATER #4'souDIAGONAL 0 COVER <br />W2 = 7 OR GREATER 1T4'a 0 8 E.W. DIAGONAL 0 COVER <br />4"x4" VYEATHER-TIGHT <br />JUNCTION BOX <br />12" <br />SEAL -OFF <br />a —I I <br />II1-- <br />it <br />REINFORCEMENT SCHEDULE, BASE <br />SECTION <br />"A"ere06"Ell <br />s 0 6' E.W. <br />TABLE OF V Weems <br />PIPE <br />SIZE SKEW OF CROSS DRAIN <br />SINGLE STRAIGHT 30' 45' <br />_24 4'-0' 4',O" 4'-1O" <br />30" 4-0' 4'-7 5'-R' <br />36" 4'-O" 5'-3' 6'-$ <br />42 5-3" 5'-11" 7-3' <br />46' S'11 ' 6'-r 8-0" <br />60" 7-0" 7-10' 9'-B <br />DOUBLE FOR "A' SECTION ONLY <br />24' 7-0' 7-10" 9.-5' <br />30" 8'-2" 9'-2" 11'-O" <br />' 36" 9'-4" 1O'-6" 12'-6' <br />42" 1O'-6' 1 L'-10' 14 - ' <br />48' 11 -B" 13'-2' <br />GENERAL NOTES: <br />1. ALL EXPOSED CORNERS TO HAYS 3/4" CHAMFER <br />2. ALL 14 & #6 REINFORCING BARS TO HAVE 1-1/2" COVER, LARGER SIZES TO <br />HAVE 2'' COVER. <br />3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW <br />LINES. <br />4. PIPES SHALL DOFINECT TO THE E1CS OR SKIES OF THE INLET, CONNECTION <br />SHALL NOT BE MADE AT CORNERS OF INLET. <br />5. ALL REINFORCING BARS TO if GRADE 60. <br />a <br />4'-O' <br />3'-B" <br />7—ASPHALTIC <br />J EXPANSION JOINT <br />4• <br />4 <br />: <br />d <br />A1R <br />4 <br />v <br />4 <br />• 4.. • <br />43� 4•• . 4' <br />- 4 <br />�- <br />4 <br />4 <br />43 <br />JUNCTION <br />I BOX <br />q <br />VAC HOSE HANGER BRACKET CONCRETE SLAB <br />CONCRETE CURB <br />ASPHALTIC <br />MANSION JOINT <br />CONCRETE CURB <br />• a. • <br />II II IIII7``I <br />14 SMOOTH DOWEL —' # 1' _. <br />0 24" O.C. 17" LONG. <br />NOTE SLOPE PAD FOR POSITIVE DRAINAGE (0.5% 11IN.) <br />AIR/VAC MOUNTING SLAB DET <br />N.T.S. <br />VACUUM <br />AIR <br />a <br />a, <br />AR/VAC UNIT <br />B rvMNAC ILIACT1i CONC. BASE <br />SHEET N0. <br />0 <br />I ei <br />1 p <br />1 W <br />1 ira4 2 al 0 <br />m !Lit ,.. <br />I a.4.. z <br />JUNCTION 130X <br />4"x4" WEATHER-TIGHTI <br />I0_ 4 3 <br />SEA! -OFF 1 <br />N <br />�¢ <br />- Car <br />U <br />6x6-W2.9 xVag VLVIA <br />CTI <br />U, <br />CAB <br />